首页> 外文会议>CANMET/ACI International Conference on Fly Ash,Silica Fume,Slag,and Natural Pozzolans in Concrete >Evaluation of Transport Properties of Ternary (OPC/FA/SF) Concrete Mixtures Using Migration and Absorption-Type Tests
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Evaluation of Transport Properties of Ternary (OPC/FA/SF) Concrete Mixtures Using Migration and Absorption-Type Tests

机译:使用迁移和吸收式测试评估三元(OPC / FA / SF)混凝土混合物的运输性能

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The purpose of this study was to evaluate selected transport properties (resistance to chloride-ion penetration and rate of water absorption) of ternary concrete mixtures containing fly ash and silica fume using different test methods. The resistance to chloride-ion penetration was evaluated using two non-steady, electric field migration tests: rapid chloride permeability (RCP) (MSHTO T 277) test and rapid migration procedure (MSHTO TP 64). The rate of water absorption was evaluated using the ASTM C1585 sorptivity test and the non-standard absorptivity (ponding water absorption) test. Four mixture compositions (with varying contents of fly ash and silica fume) and five different curing conditions were used in the study. The test results were statistically analyzed (using regression method) to explore the relationships between composition, age of concrete and transport properties. In addition, the existence of possible interrelationships between the transport properties themselves was examined. For continuously moist cured specimens (Series 1 mixtures) the migration-type tests were found to be more reproducible than the absorption-based methods. However, the repeatability of absorptivity test was greatly improved if specimens were dried for certain period of time prior to testing (Series 2 mixtures). Although the curing method was found to have a very significant impact on the RCP and initial absorptivity values of all tested concrete mixtures, at later age much of the observed differences in those properties diminished.
机译:本研究的目的是使用不同的试验方法评估含有粉煤灰和二氧化硅烟气的三元混凝土混合物的选定的传输性质(抗氯离子渗透率和吸水率)。使用两种非稳定电场迁移试验评估对氯离子渗透的抗性:氯化物渗透率快(RCP)(MSHTO T 277)测试和快速迁移程序(MSHTO TP 64)。使用ASTM C1585吸附性试验和非标准吸收率(池吸水)试验评估吸水率。研究中使用了四种混合物组合物(具有不同含量的粉煤灰和二氧化硅烟雾)和五种不同的固化条件。测试结果统计分析(使用回归方法)以探讨组成,混凝土和运输特性的年龄之间的关系。此外,检查了运输属性本身之间可能的相互关系的存在。对于连续潮湿的固化试样(系列混合物),发现迁移型试验比基于吸收的方法更可重复。然而,如果在测试前一定时间(系列混合物)在一定时间内干燥试样(系列混合物),则吸收性试验的可重复性大大提高。尽管发现固化方法对所有测试的混凝土混合物的RCP和初始吸收值产生非常显着的影响,但在后续年龄的情况下,这些性质的大部分差异减少了大部分。

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